Seismic Performance of Circular Concrete Columns Reinforced by PC Strands-Reference-Cited by-同舟云学术

Seismic Performance of Circular Concrete Columns Reinforced by PC Strands

Published:2020-05-21 Issue:5 Volume:18 Page:256-271
ISSN:1346-8014
Container-title:Journal of Advanced Concrete Technology
language:en
Short-container-title:ACT

Author:

Liu Zhihua¹,Zhao Hua²,Sun Yuping³,Han Rui¹,Zhao Qihua²

Affiliation:

1. School of Civil Engineering, Southwest Jiaotong University, Chengdu, 610031, China.

2. State Key Laboratory of Geohazard Prevention and Geoenvironment Protection, Chengdu University of Technology, Chengdu 610059, China.

3. Department of Architecture, Graduate School of Engineering, Kobe University, Kobe 657-8501, Japan.

Publisher

Japan Concrete Institute

Subject

General Materials Science,Building and Construction

Link

https://www.jstage.jst.go.jp/article/jact/18/5/18_256/_pdf

Reference44 articles.

1. 1) ACI, (2014). “Building code requirements for structural concrete (ACI 318-14).” Farmington Hills, Michigan, USA: American Concrete Institute.

2. 2) Billington, S. L. and Yoon, J. K., (2004). “Cyclic response of unbonded posttensioned precast columns with ductile fiber-reinforced concrete.” Journal of Bridge Engineering, 9(4), 353-363.

3. 3) Cai, G., (2014). “Seismic performance and evaluation of resilient circular concrete columns.” Thesis (PhD). Kobe University.

4. 4) Cai, Z. K., Wang, Z. and Yang, T. Y., (2018). “Experimental testing and modeling of precast segmental bridge columns with hybrid normal and high-strength steel rebars.” Construction and Building Materials, 166, 945-955.

5. 5) China GB/T 5224-2014, (2014). “Steel strand for prestressed concrete.” Chinese National Standard. Beijing, China: Standardization Administration of China. (in Chinese)

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